Summary for Test 2023-05-27-3-5
Test performed: ASTM D2487-17Project Information
| Project Identifiers | Project ID: 7730 DEA: 024C9604 EFIS: 0200000487 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-7.1/8.3 |
| Award Date | 12/06/2012 |
| Closeout Date | 01/02/2015 |
| Work Description | WIDEN SHOULDERS FOR BIKE LANE AND DRAINAGE MODIFICATIONS |
| Location Description | TRINITY COUNTY AT HAYFORK FROM MAIN STREET TO 0.1 MILE NORTH OF FOREST AVENUE |
| QA Service Level | 1 (Verified on 12/17/2012) |
Sample Information
| Sample Taken Date | 05/27/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/30/2023 |
| Sample type | Per Request | A brief description of the sample | 2 bags of Soil for use in DPPIA |
| The quantity of what the sample constitutes | Roadside Material Sample № 3 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Karl | Last name of sampler or witnessed by | Harris |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | D79253 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 898193 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-TRI-3-6.35 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-27-3
DIME Test ID: 2023-05-27-3-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
Test Release Date: 2023-06-03
Test Results
Units for Particle Size: millimeters
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 06/02/2023
Percentage of plus 3-in. (75-mm) material: 0 %
Maximum particle size: 50 millimeters
Fines classification: no data
Percent fines: 18 %
Percent sand: 39 %
Percent gravel: 43 %
Liquid limit: 23
Plasticity Index: 0
Is soil fine-grained or coarse-grained?: coarse-grained
Fine-grained soil classification: no data
Inorganic clay classification: no data
Inorganic silt classification: no data
Organic fine-grained soil classification: no data
Any descriptors added to fine-grained soil classification?: no data
Coarse-grained soil classification: gravel
Particle-size diameter at 10% passing (D10): 0.0387 millimeters
Particle-size diameter at 30% passing (D30): 0.412 millimeters
Particle-size diameter at 60% passing (D60): 5.86 millimeters
Gravel classification: silty gravel - GM
Sand classification: no data
Any descriptors added to coarse-grained soil classification?: "with sand"
Did field sample contain cobbles or boulders?: no data
Coarse-grained soil dual classification: no data
Descriptive information: no data
Coefficient of uniformity (Cu): 151.421
Coefficient of curvature (Cc): 0.748
General comments (publicly viewable) (Max 1000 characters): A silty gravel with sand, (GM)s.
Note: Particle sizes less than 0.075mm are estimated (the D10 value specifically) until a mechanical analysis of the fine material is completed, but this will not change the soil classification.
Test was verified on 6/3/2023 ✔